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PD&E Schedule
Skip to main content INDEX A-Z Search SR-9/I-95 PD&E Study PD&E SCHEDULE The Design Phase is funded. However, Right-of-Way and Construction Phases are currently not funded. Useful Links Florida Initiatives Web Policies & Notices FDOT Americans with Disabilities/Accessibility (ADA
https://www.fdot.gov/projects/i95managedlanes/pd-e-scheduleSPI-634Series
Standard Plans Instructions Topic No. 625-010-003 Index 634-001 and 634-002 Signal Cable and Span Wire Installation Details FY 2024-25 1 Index 634-001 and 634-002 Signal Cable and Span Wire Installation Details Design Criteria Structures Manual (SM), Volume 3 Index 634-002 is provided to illustrate a typical Aerial Interconnect (i.e., Aerial Junction box location, Messenger Wire, Cables, Grounding, and Lashing). See Specifications 620, 632, 634 and 635 for additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-634series.pdf?sfvrsn=f29bc461_2June2024-Fri01-IndependentProjectCosts
Specifications Office under the Office of Design State Construction Engineer is also the State, the Office of Construction Project Management will leave the Office of Design Contract, • Mobilization (MOB) • Maintenance of Tra f f ic (MOT ) • Design • Contingency, Project Cost Collaboration with Design Teams Accurate Quantities Strategic Industry Outreach
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/june2024-fri01-independentprojectcosts.pdf?sfvrsn=cb48d69e_12024June-Thu01-IndependentProjectCosts
Specifications Office under the Office of Design State Construction Engineer is also the State, the Office of Construction Project Management will leave the Office of Design Contract, • Mobilization (MOB) • Maintenance of Tra f f ic (MOT ) • Design • Contingency, Project Cost Collaboration with Design Teams Accurate Quantities Strategic Industry Outreach
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu01-independentprojectcosts.pdf?sfvrsn=869716fa_12DRoundaboutDesignPresentation
Ro u n d a b o u t D e s ign Open Ro a d s Te chnology Michael Donahue NCHRP 672 BEGIN / END ROAD TYPICAL ENTRY / E X I T L ANES Set median EOP geometry Consider element relationships: Critical due to iterative process during roundabout design Add Construction Guide lines Consider where guidelines may also be used as breaklines when modeling Establish outside EOP geometry MEDIAN ISLAND AND CROSSWALK Island nose Crosswalk FINAL TOUCHES Median Curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/2droundaboutdesignpresentation_3e15b504-c3e1-4e27-8f06-26815092d5ac.pdf?sfvrsn=5852f997_0Exhibit 212-2
LANE TRANSITIONS: 4-LANE ROADWAYS 01/01/2025 EXHIBIT 212-2 NOT TO SCALE Deceleration Length (L) See Exhibit 212-1 For C R C R Varies Varies Queue Length d T C R C R Queue Length d minimum taper rates for lane drop (T ) will be 1:20. Note: For locations with unrelocatable control points T (ft.) T d a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED - SYMMETRICAL L* (See Exhibit 212-3 ) 1:4, 50 ft. min. Deceleration Length (L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-2.pdf?sfvrsn=4188e21e_1Exhibit 920-1
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SOIL SURVEY, INC. 321 EAST 2ND STREET TALLAHASSEE, FL 32301 LEIA I. CROSSWELL, P.E. NO. 99995 SURVEY ENDS STA. : SURVEY BEGINS STA. : MATERIALS AND RESEARCH DEPARTMENT OF TRANSPORTATION STATE OF FLORIDA CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS FINANCIAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-920-1.pdf?sfvrsn=c7afa8b5_12025FDM920SoilSurvCorBor
Topic #625-000-002 FDOT Design Manual 920 - Soil Survey Sheet and Boring Coring Data 920 Soil Survey Sheet and Boring Coring Data 920.1 General This chapter provides the requirements, . To create these sheets, Final Topic #625-000-002 FDOT Design Manual 920 - Soil Survey Sheet, #625-000-002 FDOT Design Manual 920 - Soil Survey Sheet and Boring Coring Data Exhibit 920-1: Roadway Soil Survey Topic #625-000-002 FDOT Design Manual 920 - Soil Survey Sheet and Boring Coring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm920soilsurvcorbor.pdf?sfvrsn=86cdfae1_120150902LayingOutUtilitiesInFDOTSS4Presentation
1. Utility Features: 2. SUE: What is SUE or SUDA? StormCAD Hydraulic Analysis/Design Engineering, • Storm/Sanitary Hydraulic Analysis and Design • Hydrology • 3D Modeling of underground objects. • Integrate with OpenRoads Subsurface Utility Design and Analysis (SUDA) SUDA/SUE, • PowerGEOPAK • StormCAD which includes storm water design and analysis. • Maximum 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/20150902layingoututilitiesinfdotss4presentation_e9a0704e-2db6-43a2-9679-eff3f63bce56.pdf?sfvrsn=4c220c3a_02025FDM923UtilAdj
Topic #625-000-002 FDOT Design Manual 923 - Utility Adjustments 923 Utility Adjustments 923.1 General Utility Adjustments sheets provide a plan view that highlights the location of existing, or baseline of construction stationing increases from left to right. Other proposed design elements, #625-000-002 FDOT Design Manual 923 - Utility Adjustments (3) Indicate the utility type, Agency, “Utility Verification Sheets”. Topic #625-000-002 FDOT Design Manual 923 - Utility Adjustments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm923utiladj.pdf?sfvrsn=6ce352d3_2Exhibit 212-2
LANE TRANSITIONS: 4-LANE ROADWAYS 01/01/2025 EXHIBIT 212-2 NOT TO SCALE Deceleration Length (L) See Exhibit 212-1 For C R C R Varies Varies Queue Length d T C R C R Queue Length d minimum taper rates for lane drop (T ) will be 1:20. Note: For locations with unrelocatable control points T (ft.) T d a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED - SYMMETRICAL L* (See Exhibit 212-3 ) 1:4, 50 ft. min. Deceleration Length (L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-2.pdf?sfvrsn=af19d89b_1Exhibit 920-1
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SOIL SURVEY, INC. 321 EAST 2ND STREET TALLAHASSEE, FL 32301 LEIA I. CROSSWELL, P.E. NO. 99995 SURVEY ENDS STA. : SURVEY BEGINS STA. : MATERIALS AND RESEARCH DEPARTMENT OF TRANSPORTATION STATE OF FLORIDA CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS FINANCIAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-920-1.pdf?sfvrsn=182142ff_1D6 SR972 Coral Way - Project VD
local support, enabling the project to move quickly through the design phase, which was completed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/community-planning/community-planning-month-2024/d6-sr972-coral-way---project-vd.pdf?sfvrsn=3ebd72f8_2Landscape Contractors
that are provided through the Office of Design and the Roadway Design Office, and when appropriate, , annual Design Update Training, and the bi-annual Design Conference. The training offered
https://www.fdot.gov/roadway/landscape-architecture/landscape-contractorsSPI-634Series
Standard Plans Instructions Topic No. 625-010-003 Index 634-001 Signal Cable and Span Wire Installation Details and 634-002 Aerial Interconnection FY 2025-26 1 Index 634-001 Signal Cable and Span Wire Installation Details and 634-002 Aerial Interconnection Design Criteria Structures Manual (SM), Volume 3 Index 634-002 is provided to illustrate a typical Aerial Interconnect (i.e., Aerial Junction box location, Messenger Wire, Cables, Grounding, and Lashing). See Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-634series.pdf?sfvrsn=1678bf7d_12024nov-fri10-ADAforDC&M
ADA for Design, Construction & Maintenance Carey Shepherd, FHWA Bra d Bra d l e y, F D OT 3 safety & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans, & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard, only two standards: o FDOT Design Manual – applies to facilities on the state highway system o, & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-fri10-adafordc-m.pdf?sfvrsn=bb4f951_12024nov-fri10-ADAforDC&M
ADA for Design, Construction & Maintenance Carey Shepherd, FHWA Bra d Bra d l e y, F D OT 3 safety & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans, & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard, only two standards: o FDOT Design Manual – applies to facilities on the state highway system o, & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-fri10-adafordc-m.pdf?sfvrsn=6128367_1Email-Confirmation of FPID 449655 Being Deleted-2024-1024
(Snow) Peng, PE Traffic Design Engineer II Florida Department of TransportaƟon District One Office (Bartow) – Roadway Design - Traffic 801 North Broadway Avenue Bartow, FL 33830, ! Xiaoxue (Snow) Peng, PE Traffic Design Engineer II Florida Department of TransportaƟon District One Office (Bartow) – Roadway Design - Traffic 801 North Broadway Avenue Bartow, FL 33830
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/email-confirmation-of-fpid-449655-being-deleted-2024-1024.pdf?sfvrsn=f8655fa7_1447880-1_MedianSafety_ MP 3.268_MP 4.136_(2024)
? No 13. Any Construction concerns? No 14. Posted/Design Speed Limits: Posted Speed 45 mph 15. SIS, . The district design project manager is responsible for verifying all items in the scope and shall, the proposed deviations with the scoping team and the District Roadway Design Engineer for approval, improvements to this roadway shall adhere to the standards set forth in the 2020 FDOT Design Manual, be evaluated during the design phase. Construct as follows: Mill 1 ½”-inch of existing asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/447880-1_mediansafety_-mp-3-268_mp-4-136_(2024).pdf?sfvrsn=5b59d9fc_1Existing Noise Barrier Guidance Document_02.20.25
Benefited Receptor dB(A) A-weighted Decibel DNSR Design Noise Study Report DPK Date of Public Knowledge, Stabilized Earth NAC Noise Abatement Criteria NRDG Noise Reduction Design Goal NSR Noise Study, ) that are not in conflict with the proposed roadway design. When a proposed design conflicts with an existing, , if impacts are predicted as a result of the proposed roadway design (future Build condition) behind, FDOT roadway design, the analyst should consult with the District Noise Specialist before
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/existing-noise-barrier-guidance-document_02-20-25.pdf?sfvrsn=cc867100_1